Jansen Inc 6/10/2019 - Laserfiche WebLink

I 1 Thickness measurements in each lane paved shall comply with the following: 2 Thickness Testing of Cement Concrete Pavement Thickness Lot Size 15 panels maximum Thickness test location determined by Engineer will select testing locations in accordance with WSDOT TM 716 method B. Sample method AASHTO T 359 Sample preparation performed by Contractor provides, places, and secures disks in the presence of the Engineer Measurement method AASHTO T 359 Thickness measurement performed by Contractor, in the presence of the Engineer2 'Reflectors shall be located at within 0.5 feet of the center of the panel. The Contractor shall supply a sufficient number of 300 mm-diameter round reflectors meeting the requirements of AASHTO T 359 to accomplish the required testing. 2The Contractor shall provide all equipment and materials needed to perform the testing. 3 4 Thickness measurements shall be rounded to the nearest 0.01 foot. 5 6 Each thickness test location where the pavement thickness is deficient by more than 0.04 7 foot, shall be subject to price reduction or corrective action as shown in Table 2. 8 Table 2 Thickness Deficiency 0.04'<Thickness Deficiency 5 0.06' 10 0.06'<Thickness deficiency<_0.08' 25 Remove and replace the panels or the panels Thickness deficiency > 0.08' may be accepted with no payment at the discretion of the Engineer. 9 10 The price reduction shall be computed by multiplying the percent price reduction in Table 2 11 by the unit Contract price by the volume of pavement represented by the thickness test lot. 12 13 Additional cores may be taken by the Contractor to determine the limits of an area that has 14 a thickness deficiency greater than 0.04 feet. Cores shall be taken at the approximate 15 center of the panel. Only the panels within the limits of the deficiency area as determined 16 by the cores will be subject to a price reduction or corrective action. The cores shall be 17 taken in the presence of the Engineer and delivered to the Engineer for measurement. All 18 costs for the additional cores including filling the core holes with patching material meeting 19 the requirements of Section 9-20 will be the responsibility of the Contractor. 20 21 5-05.5(1)A Thickness Deficiency of 0.05 Foot or Less 22 This section, including title, is revised to read: 23 24 5-05.5(1)A Vacant 25 26 5-05.5(1)B Thickness Deficiency of More Than 0.05 Foot 27 This section, including title, is revised to read: 28 29 5-05.5(1)B Vacant 30 City of Everett Page AM-28 Amendments Everett Downtown Streetscape Improvement March 22, 2019